Attachment 3 - SOW Replace Substation 2 - SOW - MASTER - 17 Apr

Statement of Work

Replace Substation 2

FY12

Project Number:

FXSB08-1405

Joint Base Elmendorf-Richardson, Alaska

13 April 2012

Replace Substation 2 FXSB08-1405 JBER, Alaska

TABLE OF CONTENTS

1. PROJECT DESCRIPTION

2. PROJECT OBJECTIVES

2.1. Project Specific Priorities

2.2. Design Requirements

2.3. Special Design & Construction Challenges

3. SITE ANALYSIS

3.1 Substation 2 Site Layout

3.2 Substation 2 Existing Site Conditions

3.3 Substation 2 Site Development Requirements

4. PROJECT REQUIREMENTS

4.1 Design and Construct New Substation 2

4.2 Maintain Continuity of Service to Sub 3

4.3 Demolish Existing Substation 2

4.4 Convert Tie Line to Feeder 43

4.5 Demolish Existing Tie Line

4.6 Underground Feeder 51

5. ENGINEERING SYSTEMS REQUIREMENTS . 13

A10 Foundations, Slabs and Walls F20 Selective Demolition G10 Site Preparations G20 Site Improvements

ATTACHMENTS

1. JBER Elmendorf One-Line

2. Specifications

3. Project Drawings

4. As Built Drawings

5. ML&P Drawings

6. UFC 3-550-01 - Ext Electrical Power Distribution ... 203

7. UFC 3-600-01 - Fire Protection Engineering

8. JBER Exterior Electric Construction Standards

SOW – CHAPTERS 1 & 2 / PROJECT DESCRIPTION & OBJECTIVES

1. PROJECT DESCRIPTION

The purpose of this project is to replace an electrical substation, Substation 2, on Joint Base Elmendorf-Richardson (JBER), Alaska and install an electric feeder. In addition, there is a project option to relocate an existing overhead electrical feeder underground.

The project will entail the demolition of the existing Substation 2 and the complete design and construction of a new substation and associated site improvements.

Work shall also include converting approximately 7,000 ft of an overhead 34.5 kV electrical tie-line between Substation 1 and Substation 2 to a 12.47 kV feeder. There is a project option to reroute 2,300 feet of three phase, 12.47 kV power line underground.

2. PROJECT OBJECTIVES

2.1 PROJECT SPECIFIC PRIORITIES

2.1.1 Maintain Continuity of Electrical Service

Substation 2 has two 34.5 kV primary breakers and five 12.47 kV secondary breakers that feed Feeders 51, 52, 53, and 54. See attachment 1, JBER-Elmendorf One-Line, for more information.

Prior to deactivating existing substation 2 for demolition, provisions must be made to maintain electrical distribution to Feeder 51 and to bypass the 34.5 kV switchgear in Substation 2 so Substation 3 can be energized from Municipal Light & Power’s (ML&P) Substation 12.

2.1.2 Demolish Existing Substation 2

The existing Substation 2 shall be demolished complete to include all electrical equipment, foundations, grounding grid, fencing, area lighting, poles, duct bank, etc.

2.1.3 Design and Construct New Substation 2

The project entails the complete design and construction of a new substation. The new substation will have one 10 MVA transformer and a prefabricated Power Control Room (PCR). A large vault will be installed below the PCR to access and manage the cables leaving the substation.

2.1.4 Convert Tie Line to Feeder 43

The existing 34.5 kV tie line has reached the end of its service life. It shall be converted to a 12.47 kV feeder (Feeder 43) to provide back feed capability for Feeder 51. To convert the tie line to Feeder 43, the existing cable and a portion of poles and cross arms will require demolition.

2.1.5 Underground Feeder 51

Feeder 51 is currently routed overhead through a multi-family housing development. The cable requires replacement and upsizing. The new Feeder 51 shall be installed underground.

2.1.6 Common Requirements

Site electrical equipment, to include switchgear, sectionalizers and transformers shall be mounted on concrete equipment pads.

Equipment pads will be precast concrete. Tops of pads shall be level and shall project a minimum of 12 inches above finished grade and sloped to drain. Concrete pads will be 36 inches deep with 24 inches installed below grade. Edges of concrete bases shall have 3/4-inch chamfer all around. Provide bollards to protect pads and equipment adjacent to roadways and parking lots. All exterior site electrical equipment shall have factory applied, Sorrell Brown, painted enclosures.

Energization of all new equipment and circuits or re-connected circuits must be performed by Government personnel.

2.2 DESIGN REQUIREMENTS

This project is to be executed as a design-build project. The Contractor shall be responsible for the complete design of the substation and all associated work.

Designers of record shall be licensed with a minimum of 5 years of design experience in their respective discipline. The electrical designer of record shall have design experience with substation and power distribution. The civil and structural designer(s) of record shall be licensed in the State of Alaska and have design experience with sub-arctic and seismic conditions and principals.

2.2.1 Design Criteria

The intent for this project is to comply with industry standards and codes to the fullest extent possible. Additionally, there are a few Department of Defense (DoD) specific publications and technical criterion, which govern specific aspects of the facilities design and construction. The following list entails the primary guidance for the facility design, construction and testing. This is not a comprehensive list of all required codes and standards that may be applicable.

1. International Building Code (IBC) 2009

2. NFPA 101 – Life Safety Code 2012

3. NFPA 70 – National Electric Code (NEC) 2011

4. IEEE C2 – National Electrical Safety Code (NESC) 2012

5. NFPA 850 – Fire Protection for Electric Generating Plants and High Voltage Direct Current Converter Stations

6. UFC 3-600-01 – Fire Protection Engineering for Facilities

7. UFC 3-550-01 – Exterior Electrical Power Distribution

8. JBER Exterior Electric Construction Standards

Detailed design and construction criteria for major elements of the project, such as the PCR and transformers, are incorporated into three-part specifications as well as JBER Construction Standards attached to the SOW. Criteria for other more incidental elements of the project can be found in the Engineering Systems Requirements sections below.

2.2.2 Design Conditions

Design Load Criteria:

Occupancy Category III

Live Loads

Live loads will be in accordance with IBC 2009 and ASCE 7 except as modified or indicated below:

OCCUPANCY or USE UNIFORM LOAD Mechanical Equipment Room 150 psf

Snow Design Data

Ground Snow Load (Pg) 65 psf Importance Factor – Snow (IS) 1.10

Wind Design Data

Basic Wind Speed (3-second gust) (V3S) 100 mph Wind Exposure Category “C” Importance Factor – Wind (IW) 1.15 Enclosure Classification

Partially Enclosed @ Winds 60 mph Enclosed @ Winds 60 mph

Seismic Design Data

Seismic Design Category D Mapped Acceleration Parameters

0.2 sec Spectral Response Acceleration (Ss) 1.49g

1.0 sec Spectral Response Acceleration (S1) 0.55g Site Class D Importance Factor – Seismic (IE) 1.25

Engineering Weather Data:

Outdoor Design Conditions

Summer 69.0 F dry bulb

57.0 F wet bulb

Winter -11.0 F dry bulb

Frost Depth 129 in.

(50 yr Recurrence)

Site Elevation: 214ft MSL

2.2.3 Design Execution

Following contract award, the design, to include drawings, specifications and design analysis, shall be developed to a 65% level. Upon which, it shall be submitted to the Government for review and comment. In addition to the design drawings, shop drawings shall be submitted for major pieces of equipment such as the power control room.

Comments will be provided to the Contractor to be addressed and incorporated into the design. The design shall be resubmitted to the Government at the 95% level as a draft final design for review and comment. Comments shall be addressed and incorporated into the final 100% design. Construction can commence upon Government review and approval of the 100% design.

The quantity of design packages to be submitted and the review and comment period for each increment of design shall be discussed collectively between the Contractor and Government following award.

To expedite construction, the design may be split into major elements of the project, such as Substation 2, Feeder 43, Feeder 51, and submitted separately. If the Contractor elects to split the design, the final record-drawings and specifications shall consolidate all design packages.

2.3 SPECIAL DESIGN & CONSTRUCTION

CHALLENGES

There are several aspects to these projects which present special design and/or construction challenges.

Substation 2 is the primary electrical feed to Substation 3 and the only electrical feed for Feeder 51. Providing an alternative source of power to Substation 3 and Feeder 51 during the construction of new Substation 2 must be addressed.

The siting and layout of the new substation must take into consideration several physical constraints including but not limited to adjacent roadways, underground utilities with easements, ML&P’s old and new Substation 12 sites, etc.

A portion of Feeder 43 running east-west will be installed on ML&P’s existing poles located across the street from a housing development.

In the vicinity of the poles, are a public bike path and private gardens. The remaining portion of Feeder 43 running north-south is routed adjacent to a golf course and through potential wetlands making access during summer months difficult.

The majority of Feeder 51 is routed in between two rows of occupied, multi-family housing. There are several play grounds and ball courts which may affect the proposed underground routing of Feeder 51.

Construction in Alaska presents some unique challenges, primarily resulting from the extended winter season. Freezing temperatures and the first snowfall can occur as early as mid- to late September.

Spring thaw or “break-up” can be as late as early to mid-May.

-- End of Section –

SOW – CHAPTER 3 / SITE ANALYSIS

3. SITE ANALYSIS

3.1 SITE LAYOUT

Existing Substation 2 ML&P Old Substation 12

ML&P New Substation 12

3.2 EXISTING SUBSTATION 2

SITE CONDITIONS

The existing Substation 2 was constructed in the 1950’s and has outlived its serviceable life. The substation consists of four secondary feeders, three overhead and one underground. Primary power is provided by an aerial 34.5 kV line from ML&P Substation

12. There is one 5 MVA oil-filled transformer. There are two oil-filled 34.5 kV breakers.

The site is approximately 60 feet x 65 feet with a perimeter fence consisting of wood panels and chain link. Access is provided via a gravel entrance from Provider Drive. A gravel service road encircles the site. The transformer and associated switchgear are mounted to concrete foundations. There is gravel rock surfacing surrounding the equipment foundations.

The site immediately to the east of Substation 2 was the location of ML&P’s substation 12, before it was demolished and relocated to the site northeast of the existing site. This old Substation 12 site is still controlled by ML&P.

The area approximately 50 feet south of the existing site is forested.

3.3 NEW SUBSTATION 2

SITE DEVELOPMENT REQUIREMENTS

The new substation shall be constructed on or near the existing Substation 2 site. ML&P’s old Substation 12 site, immediately east of the existing Substation 2, must be preserved for future use by

ML&P.

Access to the new substation shall utilize the existing access off Provider Drive if possible. The existing perimeter service road shall be rebuilt if the substation site remains the same. Or, the service road shall be rerouted if the new substation site differs from the existing.

There are several underground utilities which must be avoided. The utilities include but are not limited to, a 42 inch waterline and an 8 inch gas line routed along the southern edge of the existing substation site. There is also an abandoned waterline on the northern edge of the existing substation site. Anchorage Water and Wastewater Utility (AWWU) owns and maintains the 42 inch water line. The water line has a 20.00 feet wide easement, laying 10.00 feet on each side of the centerline of the water line. Enstar Natural Gas Company owns and maintains the 8 inch gas line. The gas line has a 30.00 feet wide easement, laying 15.00 feet on each side of the centerline of the gas line. Only gravel surfacing and the perimeter fences shall be permitted to be constructed within the water and gas line easements.

Trees may be cleared as needed to accommodate a new substation site and/or service road.

--End of Section--

Substation 2 looking southeast.

Substation 2 looking south.

SOW – CHAPTER 4 / PROJECT REQUIREMENTS

4. PROJECT REQUIREMENTS

4.1 Design and Construct New Substation 2

The project entails the complete design and construction of a new substation. Substation primary is 34.5 kV, secondary is 12.47 kV.

Substation will have one 10 MVA transformer and a prefabricated Power Control Room (PCR) with three 35 kV switchgear assemblies and seven 15 kV switchgear assemblies. A vault will be installed below the PCR to access and manage the cables leaving the substation. Space will be designated in the PCR for one additional 35 kV breaker and one additional 15 kV breaker for installation of second transformer at future date. See Attachment 2 Specification 13090 Prefabricated Power and Control Room, Specification 16342 Medium Voltage Circuit Breaker Switchgear, and Specification 16262 125 VDC Batteries and Chargers for specific PCR requirements.

Incoming 34.5kV power will be from ML&P Sub 12. The connection will be made near ML&P vault 19D. See Attachment 5, ML&P Drawings. Install a one way switch near the ML&P vault 19D.

Coordinate with ML&P to install their 34.5 kV line to the switch.

Install 34.5 kV power line from the switch to new substation vault underground.

The outgoing 34.5kV line will leave one of the 34.5kV switchgear in the PCR and continue to Substation 3. This line will leave the PCR below ground and transition to above ground connecting to the existing overhead tieline outside the existing Substation 2.

One 10,000/12,500/14,000 kVA; ONAN/ONAF; 55/65˚C rise transformer will be installed. An area must be designated on the site plan for future installation of second transformer. See specification 16275 for specific transformer requirements.

Feeder 51 will leave the substation below ground. Near pole 51-2 install new switchgear SC-51/55-1, an S&C Vista Underground Distribution Switchgear Model 550 or approved equal. One side of the switch will have Feeder 51 from the substation along with Feeder 51 to the above ground distribution at pole 51-2. The other side of the switch will have Feeder 55 from the substation along with the cable from the riser that was on pole 51-2 that connects to JC-51-1.

If the cable doesn’t reach the switch, new cable will be installed back to JC-51-1.

Feeder 52 will exit the substation underground and remain underground. Pull cables out of the substation from MH-52-1. If this is not possible, a splice inside a new manhole can be installed close to the substation. If the cable is damaged it must be replaced all the way back to MH-52-1.

Feeder 53 will exit the substation below ground and enter new switchgear, SC-53/54-1, near the Feeder 53/54 pole line. SC-53/54- 1 shall be an S&C Vista Underground Distribution Switchgear Model 550 or approved equal. Feeder 53 will enter one side of SC-53/54-1 along with a riser to the pole line to connect with the existing Feeder 53.

Feeder 54 will leave the substation below ground and enter SC- 53/54-1. SC-53/54-1 will be connected to the existing Feeder 54 above ground line.

Provide a grounding grid and bonding system in accordance with IEEE C2-2012 – National Electrical Safety Code and IEEE Std 80 – IEEE Guide for Safety in AC Substation Grounding.

New substation SCADA system will reutilize the existing SCADA system hardware and as much cable as practical to integrate into the new substation. The SCADA system shall be integrated into the existing base SCADA system. Communication with the base system is through the 110 foot antenna pole. This will return to service. The ML&P SCADA connection will be accomplished by running conduit from the PCR to an ML&P com vault identified on the drawings.

ML&P will pull the fiber and make the connections in Substation 12.

Coordinate with ML&P to do this work. Connect fiber installed by ML&P into the new Substation 2 SCADA system. Final check out of

SCADA connections and control will be coordinated with ML&P.

SCADA integration will include:

Generate settings for all communications equipment

Revise HMI servers to collect data from new equipment.

Revise HMI screen programming for new substation layout.

Install new HMI screen programming at Substation 1, Substation 3, and electric shop HMI.

Coordinate with ML&P for data from new substation and commission new point list.

Commission HMI data from new Substation.

Provide as-built documentation of communications and SCADA system.

Provide access and adequate clearances/working space around all electrical system equipment and devices to permit testing, maintenance and future replacement. Piping, structure, doors or other surrounding items shall not have to be removed to provide clearances or access. Access shall not require crawling over or under structure, pipes or other installed items.

4.2 Maintain Continuity of Service to Sub 3

The 34.5 kV feed from ML&P Substation 12 must bypass Substation 2 during construction. There may be several strategies to accomplish this, one of which is described below.

Maintaining service to Sub 3 can be done by connecting the 34.5 kV line on pole 54-1 to the 34.5 kV line on pole 51-1. There is an ML&P pole with a riser between these two poles. The riser on the ML&P pole is not in use and will be removed in this project.

Coordinate with ML&P to have them verify the relays in Substation 12 are set to handle this change.

4.3 Demolish Existing Substation 2

De-energization, lockout, and tag out of all existing circuits and equipment must be performed by Government personnel.

Complex lockouts will be performed by Government personnel and the contractor. Contractor shall schedule and provide a minimum of four weeks’ notice of any request to de-energize existing equipment or circuits.

Feeder 51: Remove pole 51-1 including riser and cable to substation.

Feeder 52: If possible, pull cables out of substation from MH-52-1.

Feeder 53: Remove Pole 53-1 and riser.

Feeder 54: Remove Pole 54-1 and riser.

Substation 2 looking south from across street.

Pole 54-1 Pole 51-1

ML&P Pole

SCADA: Disconnect fiber that connects the control building to ML&P from the Substation 2 control building. The antenna and the 110 foot pole will return to service after the construction project is complete. Preserve the messenger and coax cable as necessary.

Messenger and coax location is shown in attachments on SCADA Project drawing jhss-ss-2001. Remove SCADA equipment that will be reused from the control building.

4.4 Convert Tie Line to Feeder 43

The tie line runs east-west for approximately 4,200 ft on poles that carry a 110 kV ML&P power line. Then it turns north-south for approximately 2,700 ft. The Feeder 43 connection will run in the existing tieline powerline right-of-way. New solid wood poles and cross arms are required for the north-south section of Feeder 43.

The east-west section of the Feeder 43 will require new cross-arms on ML&P’s existing poles. Coordinate work on ML&P poles with ML&P. A future 34.5 kV line will be installed above Feeder 43. Size and configure solid wood poles and cross-arms accordingly.

To connect Feeder 43 to Feeder 51, replace JC-43-1 with new SC- 43-1 that shall be an S&C PME-11 or approved equal. A PME-11 is a 600 Amp 4-way dead front switch with 3 blade compartments and one fused compartment. Use dead break, 600 Amp elbows, for the new line. New elbows will have Test Point and fault indicator. Use the existing elbows, if possible, for the existing lines. Cable shall be sized for a 600 Amp load. Pole line shall be routed as shown on drawings, to Boniface Gate area. The feeder will cross Vandenberg Avenue underground. The 6 inch HDPE duct crossing Vandenberg Avenue underground will be installed by others. New line will terminate at existing SC-51-2 Way-1.

4.5 Demolish Existing Tie Line

To convert the tie line to Feeder 43, the existing cable and a portion of poles and cross arms will require demolition. The north-south section of the tie line requires all poles to be removed complete.

The tie line cross-arms on ML&P’s poles shall be removed complete.

All tie line cable, approximately 7,000 ft of 34.5 kV three phase, shall be removed complete.

4.6 Underground Feeder 51

(Project Option)

Feeder 51 is a #2 AWG, three phase feeder currently routed overhead through a multi-family housing development. The cable requires replacement and upsizing.

The new cable shall be sized for a 600 Amp load and shall be installed in a new underground duct bank system routed from SC-51/55-1 to SC- 51-2 Way-2. The existing Way-2 elbows will be moved to Way-4. Pad-mounted junction cabinets shall be utilized to sectionalize the line with a maximum section length of 600 feet. Dead-break, 600 Amp elbows shall be used.

The existing Feeder 51 cable and cross-arms shall be removed from poles.

SOW – CHAPTER 5 / ESR A10

5. ENGINEERING SYSTEMS

REQUIREMENTS

A10 FOUNDATIONS, SLABS & WALLS

SYSTEM DESCRIPTION

Provide a foundation system suitable for the subsurface conditions, capable of transmitting all equipment and structural loads to the ground and with appropriate moisture and frost protection.

Foundation systems shall also incorporate containment and drainage systems as required.

GENERAL SYSTEM REQUIREMENTS

Foundation systems shall be designed and constructed in accordance with International Building Code (IBC) 2009 and National Fire Protection Administration (NFPA) 850. The foundation designs shall incorporate local seismic and sub-arctic conditions.

A1.1 SUBSURFACE SOIL CONDITIONS

A geotechnical investigation has not been conducted at this site.

It is the Contractor’s responsibility to perform any and all subsurface investigation as required to adequately determine all applicable geotechnical factors including the type and capacity of the project foundation(s). The Contractor shall bear all costs associated with the site preparation and actual foundation except as allowed by the Contract Clause FAR 52.236-2, “Differing Site Conditions”.

The design shall use a seismic site classification “D”.

A1.2 TRANSFORMER FOUNDATION

The oil insulated transformer foundation shall incorporate a concrete containment basin and fire barrier walls in accordance with NFPA

850. Containment basin shall be sized to hold the volume of the transformer’s capacity of oil plus a 7-inch layer of precipitation.

Grade containment basin to drain to a sump pit, which in turn, shall discharge to an on-site drainage basin. Drain pipe shall daylight into a crushed rock filled drainage basis. Drainage basin shall be sized for 1.5 times the capacity of one transformer’s foundation containment capacity without exposed standing water above the level of the crushed rock.

Provide any spare conduit(s) or infrastructure needed such that the future installation of 2nd transformer does not require demolition or alteration of the first transformer’s foundation.

A1.2.1 Moisture and Frost Protection

Provide dampproofing on the foundation.

The perimeter foundation shall be insulated on the exterior side of the foundation wall with rigid polystyrene insulation (XPS or EPS) suitable for below grade applications.

A1.3 POWER CONTROL ROOM

FOUNDATION

The foundation for the power control room (PCR) shall consist of a perimeter wall and slab of reinforced concrete. The design shall be coordinated with the PCR manufacturer. The foundation shall be designed to permit the interior floor of the PCR to be installed approximately 6-8 inches above grade. Additionally, a working

SOW – CHAPTER 5 / ESR A10

space or vault shall be provided below the PCR with a minimum vertical clearance of 6 feet between the top of the slab and the bottom of the PCR. The foundation slab shall be sloped to a sump pit to permit a spill to be collected with a portable pump.

SOW - CHAPTER 5 / ESR F20

REQUIREMENTS

F20 SELECTIVE DEMOLITION

GENERAL SYSTEMS REQUIREMENTS

Perform all work necessary to meet the requirements of the project, local codes, reference standards, technical specifications and performance criteria. Coordinate and obtain approval from the Contracting Officer for proposed haul route(s), work site access point(s), employee parking location(s) and material laydown and storage area(s).

Identify and obtain all permits to comply with all federal, state, and local regulatory requirements associated with this work.

Plan all work in advance, inform the Government of procedures.

Submit a formal written schedule to the Contracting Officer prior to beginning the demolition.

Test and verify all abandoned equipment, feeder circuits and utility feed are de-energized before starting demolition work.

Protect existing buildings and adjacent surfaces, features and property. Take adequate precautions to protect Government and ML&P property from damage during demolition work, moving of debris and damage by the elements.

Provide and maintain suitable barricades, shelters, lights and danger signals during the progress of the demolition. Barricades, shelters, lights and danger signals shall meet the requirements of the state and/or local OSHA, and building codes. Assume responsibility for barriers until the completion of Contractor and remove the same.

Protect all existing sidewalks, curbs, and streets in the work area with planking or other protective measures as approved by the Contracting Officer during demolition operations. Following demolition, remove such protection and repair all damage caused by the demolition to sidewalks, curbs and streets.

Existing damage to property prior to construction must be noted, in writing, and submitted to the Contracting Officer before work in that area begins.

F2.1 SUBSTATION 2 DEMOLITION

Remove all equipment, materials, structures, including all associated foundations, fencing and lighting at existing Substation 2. Remove all underground conduits and duct banks. The Contractor is encouraged to divert as much material from general landfill disposal as possible and/or is practical.

The SCADA system shall be removed and reused in the new substation.

F2.2 34.5 kV TIE LINE DEMOLITION

Remove and dispose of wood power poles on the north-south section of the 34.5 kV Substation 1 and 2 tie line (Feeder 43). Fill and compact holes with suitable material. Remove and dispose of the 34.5 kV cross arms located on ML&P’s pole in the east-west section of the 34.5 kV tie line. Remove and dispose pad-mounted junction cabinet and electrical switch, including concrete pads as indicated on Government provided drawings.

F2.3 FEEDER 51 DEMOLITION

(Project Option)

SOW - CHAPTER 5 / ESR F20

Remove and dispose of all cable and supporting cross arms as indicated on Government provided drawings. Other overhead utilities are to remaining. All pole mounted transformers shall be removed and returned to the Government.

F2.4 DISPOSAL

The Contractor is encouraged to divert as much material from general landfill disposal as possible and/or is practical.

Clean concrete debris may be disposed of on base at a designated disposal location. All other non-hazardous debris shall be recycled or properly disposed at a certified landfill off base.

Remove debris resulting from demolition operation from site on regular basis. No accumulation of debris if permitted.

The burning of wood and/or other flammable debris resulting from demolition operations on site is forbidden.

F2.5 HAZARDOUS MATERIALS

This project may contain hazardous materials as part of the equipment to be removed and/or materials to be demolished. The Contractor shall verify the presence of hazardous materials and take the appropriate action as necessary for the type of hazardous material encountered, to including testing, containment and removal.

Test oil in existing transformer and two 35 kV breakers for PCB contamination, report results to the Contracting Officer.

Take precaution including draining and temporarily storing oil in existing Substation 2 transformer prior to removal if necessary to prevent oil spill during transformer removal.

SOW - CHAPTER 5 / ESR G10

REQUIREMENTS

G10 SITE PREPARATION

SYSTEM DESCRIPTION

The site preparation consists of the earthwork necessary to ready the site for foundation and other work associated with the project.

GENERAL SYSTEM REQUIREMENTS

Develop the project site and perform all work necessary to meet the requirements of this SOW, local codes, referenced standards, technical specifications and performance criteria.

A geotechnical investigation has not been performed for any portion of this project. It is the Contractor’s responsibility to perform any subsurface investigation as required to adequately determine all applicable geotechnical factors, including the type and capacity of the project foundation(s). The Contractor shall bear all costs associated with the site preparation and actual foundation except as allowed by the Contract Clause FAR 52.236-2, “Differing Site Conditions”.

Prior to starting work, physically verify the location of all existing utilities and obtain all additional survey data required to provide a quality final design. The existence, size and/or location of the utilities are not guaranteed by the surveys provided. The Contractor shall verify the location of all utilities prior to construction.

Unless otherwise noted, provide new facilities at the locations indicated on the drawings in another part of this SOW.

Minimize the impact of construction activity on operations and neighboring facilities.

The final project limits, to include site access points, employee parking, material laydown and storage, haul routes, borrow pit and disposal site locations, will be coordinated with the Contracting Officer and/or a designated representative.

Refer to Site Analysis and Building Requirements Sections for additional site preparation information.

G1.1 SITE EARTHWORK

G1.1.1 Grading

Finish grades shall provide positive drainage away from the substation. Draining runoff into the adjacent roadway shall not be permitted.

G1.1.2 On-Base Borrow Pit

The Government will provide an on-base borrow pit for the Contractor to use. The Contractor is under no obligation to use the on-base borrow pit. The on-base borrow pit, which is under the jurisdiction of the Base Civil Engineer and his/her technical representative, will be inspected on a regular basis for compliance with these specifications. Non-compliance with these specifications can result in the Contractor no longer being permitted to use the on-base borrow pit and the Contractor shall then be required to utilize an off-base borrow pit at no additional cost to the Government.

The Contractor is responsible for performing the necessary testing to determine the usability and reject level of the aggregate mined from the gravel extraction site. The government makes no claims that the borrow pit will meet the specifications. If this source is used, aggregate shall be mined from the area designated by the Contracting Officer.

The use of off-base borrow sites, aggregate sources and asphalt plants will not constitute a change in contract price.

The method of operating the on-base borrow pit will be subject to approval in order to obtain materials conforming to the specified requirements, to ensure utilization of available materials to the best advantage, and to avoid opening numerous small pits, or shallow pits over large areas. The pit shall be opened in such a manner as to expose the vertical faces of the deposit for suitable working depths. All strata and pockets of unsuitable materials overlaying or occurring in the deposit shall be stockpiled for reclamation as directed.

Preliminary approval of the on-base borrow pit shall not mean that all materials found in the deposit will be acceptable, and the right is reserved by the Contracting Officer to reject certain areas, strata or channels within the areas and zones of the gravel extraction area, when in the opinion of the Contracting Officer, the material is unsatisfactory.

The Contractor shall provide all of the required work for the development of the on-base borrow pit, which includes but is not limited to: clearing and grubbing, stripping and stockpiling of the overburden, field surveying to locate boundaries, stockpiling of the reject materials in the designated areas and satisfactory drainage of the on-base borrow pit. These items shall be considered as incidental operations to the gravel extraction process and will result in no additional cost to the Government.

The Government does not guarantee that all the materials needed to meet the aggregate specifications will be available at the on-base borrow pit. Blend-sand required for the asphalt pavement is not available on-base. The Contractor shall immediately notify the Contracting Officer in writing of problems meeting the gradation requirements for aggregate.

The access road to the on-base borrow pit is a 12 foot wide earthen road. The Contractor shall provide dust control on this road. The Contractor may widen or otherwise upgrade this road using gravel from the on-base borrow pit.

The Contracting Officer will provide the specific location within the limits of the on-base borrow pit for the Contractor to set up operation.

Due to the lack of cleared space in the borrow pit, the Contractor may be required to clear and grub, and strip overburden for the additional cleared space required to stockpile material. Submit stockpile plan to the Contracting Officer for approval.

All stockpiles of processed and unprocessed materials shall be marked in the field with metal signage on metal posts with concrete bases indicating type of material and project name. Keep separate piles for each type of material. All processed and unprocessed materials that are in excess to this contract shall remain the property of the Air Force and shall be stockpiled neatly at the on-base borrow pit.

The clearing and grubbing material generated from the gravel extraction operation shall be hauled and placed in 2 foot lifts in the area designated by the Contracting Officer. This material typically consists of brush-hogged trees, brush, grass, peat, organics, and the like. No unprocessed trees shall be used for the berms. All larger trees (greater than 100 mm (4 in) diameter) shall be cut into 3 m (10 ft) long sections and neatly piled at locations alongside the gravel access road.

The overburden material generated from the gravel extraction operation shall be neatly placed into the new boundary berms. The new boundary berms shall be 20-foot high with the sides sloped 2V to 1H and shall be placed along the boundary edges of the gravel extraction site in the areas designated by the Contracting Officer.

This material typically consists of sandy gravels with high levels of clays and silts.

The reject material generated from the crushing or screening shall be stockpiled at locations as directed by the Contracting Officer.

Reject material is defined as the uncrushed material generated by the crushing operation which is scalped off prior to being crushed and has no further use on this contract. When this material complies with the material specifications for classified soil, unclassified soil, subbase, pipe bedding soil, or the like, the Contractor may use this material for those items in this contract.

All excess processed/unprocessed material and excess reject material shall remain the property of the Air Force. The Contractor at no additional cost shall provide access to the reject stockpile to the Government.

Submit a gravel extraction plan at 1:1000 scale to the Contracting Officer for approval, which includes the following: mining procedures, asphalt plant and crushing plant layouts, other equipment layouts, stockpile locations and quantities, stripping locations, clearing and grubbing areas, 30 m (100 ft) vegetation buffer, 20 foot high berm location, etc. At the completion of the mining, the Contractor shall submit to the Contracting Officer the following: the actual layout of the area mined with actual quantities of all materials extracted and the actual layout of the original gravel extraction plan.

The on-base borrow pit operation shall be limited to Monday through Saturday inclusive, between 0700 - 1800 hours, excluding federal holidays, unless approved otherwise in writing by the Contracting Officer. Provide proposed work hours and work schedule for the operation to the Contracting Officer for approval at least 10 days prior to starting work.

Should the Contractor desire to work other than these hours, the Contractor must request approval of the deviation in writing at least 72 hours prior to the period of the intended deviation. The Contractor shall not deviate from the specified normal work hours unless permitted in writing by the Contracting Officer.

On a weekly basis, the Contractor shall remove all fuel spill stains and all other POL spill stains generated by the operation from the gravel extraction floor and properly dispose of them as fuel contaminated soil at the Contractor’s expense.

Mining Operations

1. Contractor shall be Mining Safety and Health Administration (MSHA) certified and shall follow safe mining procedures in accordance with applicable State and Federal regulations, namely MSHA.

2. Contractor shall place metal signs (24 inch square, minimum) at all entrances to the gravel extraction site that state “DO

NOT ENTER UNLESS AUTHORIZED BY THE BASE CIVIL

ENGINEER”.

3. During the mining operation and upon completion of the mining operation, the Contactor shall make sure that the remaining vertical walls of the gravel extraction area that are mined do not exceed a height of 20 feet from the gravel extraction floor to the first bench level, from the first bench level to the second bench level, etc. The remaining vertical walls will be stepped upward and into the vertical face with a rise of 20 feet (maximum) and a run of 40 feet (minimum) for each 20-foot bench level up to the top of the vertical face.

Submit benching plan to the Contracting Officer for approval.

Limit excavation depth to approximately 10 feet above the groundwater table.

Submit copies of borehole logs, test pit logs, or other analyses of on-base borrow pit materials done by the Contractor.

Clear Zone, Scaling, Demobilization Requirements

1. No portion of the borrow pit operation (including stockpiles and the boundary berms) shall extend into the Clear Zone of the airfield.

2. The Contractor shall count all loads of material leaving on-base borrow pit. The Contractor shall submit monthly running totals for each type of material (in metric tons) removed from the on-base borrow pit to the Contracting Officer and the Base borrow pit engineer.

3. The Contractor shall demobilize from the on-base borrow pit not later than 30 (thirty) days after completion of the work requiring use of the site.

Upon completion of the work covered by this contract, the Contractor shall leave the borrow areas and adjacent premises in a satisfactory condition, with free drainage to adjacent drainage area. Contractor shall level out the gravel extraction floor, filling in all holes, and leveling out all piles except for those stockpiled for future use. All spills shall be cleaned up.

SOW - CHAPTER 5 / ESR G20

REQUIREMENTS

G20 SITE IMPROVEMENTS

SYSTEM DESCRIPTION

The site improvements system consists of access and service roads, substation enclosure, area lighting, landscaping and other exterior site development work related to this project.

GENERAL SYSTEMS REQUIREMENTS

Provide site improvements as required to make a useable facility that meets functional and operational requirements.

Minimize the impact of construction activity on operations and neighboring facilities.

Refer to Site Analysis and Building Requirements Sections for additional site improvement functional program information.

G2.1 ACCESS DRIVE AND SERVICE ROAD

Vehicle access shall be provided to and around the new substation.

Access shall be provided from Provider Drive. Access and service road shall have a 6 inch layer of D-1 material compacted to 95%.

Any unused portion of the existing access and service road shall be removed and reseeded.

Configure the access and service road to provide appropriate access to vehicle gate(s). Service road shall be a minimum of 12 feet wide.

G2.2 SUBSTATION ENCLOSURE

Provide an enclosure around the substation. Enclosure shall consist of an 8 foot high, chain link security fence with a three strand barbed wire outrigger and privacy slats.

Slat color shall match Base standard color.

Provide a minimum of one 20 foot wide vehicle gate to provide access for testing, servicing and replacement of major equipment items in substation. Provide a minimum of two personnel gates.

Gates shall be lockable with a Government supplied padlock.

Fence and gates shall be constructed in accordance with the details provided in attachments.

G2.3 EXTERIOR SIGNAGE

Provide safety signage in accordance with the NECS. Provide one substation identification sign. Size and material shall match identification sign on existing substation. Final substation identification and servicing contact information shall be coordinated with Government.

G2.4 AREA LIGHTING

Substation 2 shall be provided general area lighting at a minimum of

4.0 foot candles measured at grade, throughout the area. Provide pole-mounted LED luminaires.

Provide emergency lighting for means of egress and for critical plant operations.

G2.5 TOPSOIL, SEEDING AND VEGETATION

SOW - CHAPTER 5 / ESR G20

Provide topsoil and seeding on all disturbed seeded areas. Seeding shall be of a similar mix as existing vegetation. Provide watering and maintenance necessary to establish seeding.

Replace any ornamental trees and/or shrubs disturbed as part of the undergrounding of Feeder 51.

-- End of Section --

SOW - Attachments

ATTACHMENTS TABLE OF CONTENTS

ATTACHMENTS

1. JBER Elmendorf Substation One-Line

2. Specifications

2.1. Table of Contents

2.2. Division 1 - General Requirements

01010 Technical Provisions 01120 Environmental Protection Hazardous Material ... 55 01121 Accumulative Requirements 01300 Administrative Requirements 01330 Submittal Procedures 01700 Execution Requirements

2.3. Division 13 - Special Constructions

13090 Prefabricated Power And Control Room

2.4. Division 16 - Electrical

16010 Basic Electrical Requirement 16060 Grounding And Bonding 16121 Medium-Voltage Cable 16123 Low-Voltage Electrical Cables 16262 125 Vdc Batteries And Chargers 16275 Medium Voltage Transformers 16342 Medium Voltage Circuit Breaker Switchgear 16446 Panelboards 16475 Protective Device Coordination Study

3. Project Drawings

3.1 GI-401 Title Sheet

3.2 ES-401 Feeder 51 Electrical Utilities Site Plan

3.3 ES-402 Feeder 43 Sustainment Site Plan

3.4 Substation 2 Site Plan

3.5 Feeder 43, 51, 52, 53, and 54 Electrical One Line 174

4. As-Built Drawings 1953 Substation 2 As-Built 1992 Substation 2 Addition 1998 Substation 2 Upgrade Grounds 2011 Substation 2 SCADA Upgrade 2000 Alter Road (Utility Data)

5. ML&P Drawings

6. UFC 3-550-01 - Ext Elec Power Dist

7. UFC 3-600-01 - Fire Protection Eng

8. JBER Ext Elec Construction Standards

C7-2 Three Phase Crossarm Const Deadend (Single) 381 C8-1 Three Phase Crossarm Const Deadend (Double)382 C8A Three Phase Crossarm Const Hughes Brothers

Deadend (Double Unbalanced Loads DC-C1M Three Phase Crossarm Const Double Circuit

Single Primary Support DC-C2M Three Phase Crossarm Const Double Circuit

Double Primary Support PMH-11 Three Phase Switch Cabinet UG7D Single Phase Pad-Mounted Transformer UM1-6CS Concrete Pad for Switch Cabinet UM1-7CT Single Phase Transformer Concrete Pad ... 389 UM1-9CS Junction Cabinet Concrete Base UM2D-6 Three Phase Cable Terminal Pole

Underground Source UMS3-03 Three Phase Junction Box

Text1: FA5000-12-R-0011 Attachment 3 Text2: FA5000-12-R-0011 Attachment 3 Text3: FA5000-12-R-0011 Attachment 3 Text4: FA5000-12-R-0011 Attachment 3 Text5: FA5000-12-R-0011 Attachment 3 Text6: FA5000-12-R-0011 Attachment 3 Text7: FA5000-12-R-0011 Attachment 3 Text8: FA5000-12-R-0011 Attachment 3 Text9: FA5000-12-R-0011 Attachment 3 Text10: FA5000-12-R-0011 Attachment 3 Text11: FA5000-12-R-0011 Attachment 3 Text12: FA5000-12-R-0011 Attachment 3 Text13: FA5000-12-R-0011 Attachment 3 Text14: FA5000-12-R-0011 Attachment 3 Text15: FA5000-12-R-0011 Attachment 3 Text16: FA5000-12-R-0011 Attachment 3 Text17: FA5000-12-R-0011 Attachment 3 Text18: FA5000-12-R-0011 Attachment 3 Text19: FA5000-12-R-0011 Attachment 3 Text20: FA5000-12-R-0011 Attachment 3 Text21: FA5000-12-R-0011 Attachment 3 Text22: FA5000-12-R-0011 Attachment 3 Text23: FA5000-12-R-0011 Attachment 3